Dilation Angle and Liquefaction Potential

by Yoginder P. Vaid,
John M.O. Hughes,
Peter M. Byrne,

Serial Information: Journal of the Geotechnical Engineering Division, 1981, Vol. 107, Issue 7, Pg. 1003-1008

Document Type: Journal Paper

Abstract: It is proposed herein that the dilation angle or expansion rate of the sand during shear is such a measurement. It can readily be obtained in the laboratory from drained triaxial or simple shear tests and in the field it can be obtained from self-boring pressuremeter tests.

Subject Headings: Shear tests | Triaxial tests | Soil dilatancy | Drainage | Field tests | Boring | Soil liquefaction |

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